Analisis Daya Dukung dan Penurunan Fondasi Tiang dengan Berbagai Metode
DOI:
https://doi.org/10.55893/jt.vol23no1.599Keywords:
Bridge, Foundation, Bearing CapacityAbstract
A bridge is the main infrastructure that connects two parts that are cut off due to an obstacle that cannot be built conventionally. To expedite and facilitate land transportation, bridges are needed to connect one region to the next. The foundation is one part of building construction which functions to place the building and transmit the load distributed from the upper structure to the foundation soil which is strong enough to support it without differential settlement occurring in the structural system. At this project location, a type of suspension bridge was chosen using a Strauss pile foundation. The aim of this research is to analyze the bearing capacity and settlement of foundations based on Standard Penetration Test (SPT) data, laboratory tests and sondir/Cone Penetration Test (CPT). In this study, the depth and diameter used are the same, the only difference is the method used. Based on the analysis results, the bearing capacity value using N-SPT data was 2021.72 kN, while the permit carrying capacity value using Laboratory and Sondir data was 1108.98 kN and 804.71 kN respectively.
References
Badan Standardisasi Nasional. (2017). Persyaratan Perancangan Geoteknik. Standar Nasional Indonesia, 8460, 1–323.
Badan Standardisasi Nasional. (2019). SNI 4153:2019 Metode Uji Penetrasi Standar (SPT) dan Pengambilan Contoh Tanah Dengan Tabung Belah. 26.
Cristady Hardiyatmo, H. (2017). Analisis dan Perancangan Fondasi I. 3.
Direktorat Jenderal Bina Marga. (2018). Spesifikasi Umum Bina Marga Tahun 2018 (Revisi 2) Untuk Pekerjaan Konstruksi Jalan Dan Jembatan. Edaran Dirjen Bina Marga Nomor 02/SE/Db/2018, Revisi 2, 1–1036.
Immanuel, J., & Makarim, C. A. (2019). Analisis Service Life Terhadap Berbagai Jenis Material Reklamasi Diatas Tanah Lunak. JMTS: Jurnal Mitra Teknik Sipil, 2(1), 95. https://doi.org/10.24912/jmts.v2i1.3039
Kementerian Pekerjaan Umum. (2021). Surat Edaran Menteri Pekerjaan Umum No. 02 / SE / M / 2010 tentang Pemberlakukan Pedoman Perencanaan dan Pelaksanaan Konstruksi Jembatan Gantung Untuk Pejalan Kaki. Kementerian Pekerjaan Umum, 02, 1–63.
PUPR, K. (2019). Kementerian pekerjaan umum dan perumahan rakyat direktorat jenderal cipta karya 2019. Buku Saku Petunjuk Konstruksi Jembatan, 1–34.
Puspita, N., & Capri, A. (2017). Analisa Penurunan Tanah Lunak Dengan Beberapa Metode Konsolidasi Pada Proyek Jalan Tol Palindra. Cantilever, 6(1). https://doi.org/10.35139/cantilever.v6i1.49
Putra, R. A., Tanjung, D., & Simbolon, R. (2022). Evaluasi Perencanaan Struktur Atas Jembatan Beton Bertulang Bentang 10 Meter Kelas Ii Dengan Menggunakan Beban Gempa Sni 1726-2019. Semnastek-Uisu, 63–71.
Sari, U. C., Sholeh, Moh. N., Pratama, M. M. A., Aritonang, I. J., & Prasetya, F. D. (2021). Analisis Kapasitas Daya Dukung Pada Ragam Pondasi Beton Bulat Menggunakan Standard Penetration Test (Spt). Pondasi, 26(1), 38. https://doi.org/10.30659/pondasi.v26i1.17461
Setiyarto, Y. D. (2017). Standar Pembebanan Pada Jembatan Menurut SNI 1725 2016. The Loading Standards on Bridges According to SNI 1725 2016, 9, 8.
SNI 1725. (2016). Pembebanan untuk jembatan. Bsn, 1–63.
Suhendra, S., Nuklirullah, M., & Muhammad, I. F. (2019). Analisis Struktur Jembatan Sungai Kampung Tengah Kecamatan Pelayangan Kota Jambi. Jurnal Talenta Sipil, 2(2), 50. https://doi.org/10.33087/talentasipil.v2i2.18
Additional Files
Published
Issue
Section
License
Copyright (c) 2024 Xbal Meiprastyo, Rono IS Rono Hadinagoro, Prima Sukma Yuana, Ragil Rajvikhal
This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors retain copyright and grant Jurnal Teknik: Media Pengembangan Ilmu dan Aplikasi Teknik the right of first publication. Articles are published open access under the Creative Commons Attribution 4.0 International License (CC BY 4.0), which permits use, sharing, adaptation, distribution, and reproduction in any medium or format, for any purpose, provided that appropriate credit is given to the original authors and source, a link to the license is provided, and any changes are indicated.
